Sediment Transport and Morphological Response to Nearshore Nourishment Projects on Wave-Dominated Coasts
Nearshore nourishments are constructed for shoreline protection from waves, to provide sediment nourishment to the beach profile, and to beneficially use dredged sediment from navigation channel maintenance. However, it is poorly understood how placement morphology and depth influence nearshore proc...
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MDPI AG
2021
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oai:doaj.org-article:0b69a4dea765426092571933dd2485c12021-11-25T18:03:58ZSediment Transport and Morphological Response to Nearshore Nourishment Projects on Wave-Dominated Coasts10.3390/jmse91111822077-1312https://doaj.org/article/0b69a4dea765426092571933dd2485c12021-10-01T00:00:00Zhttps://www.mdpi.com/2077-1312/9/11/1182https://doaj.org/toc/2077-1312Nearshore nourishments are constructed for shoreline protection from waves, to provide sediment nourishment to the beach profile, and to beneficially use dredged sediment from navigation channel maintenance. However, it is poorly understood how placement morphology and depth influence nearshore processes operated on wave-dominated coasts. This study investigates the wave fields, sediment transport, and morphological response to three common nearshore nourishment shapes, nearshore berm (elongated bar), undulated nearshore berm, and small discrete mounds, with numerical experiments utilizing the Coastal Modeling System. The nourishments are placed in depths between 3 m and 7 m with a volume of approximately 100,000 m<sup>3</sup> and between 400 m and 1000 m in alongshore length. Numerical experiments are carried out in three distinct coastal settings with representative wave climates and geomorphology. Simulation results indicate that shallower, more continuous berms attenuate the most wave energy, while deeper, more diffuse placements retain more sediment. Results from this study improve the understanding of nearshore nourishment shapes and can support decision makers identifying the most appropriate construction technique for future nearshore nourishment projects.Cody L. JohnsonBrian C. McFallDouglas R. KrafftMitchell E. BrownMDPI AGarticlenearshore nourishmentwave dissipationnearshore sediment transportcoastal hydrodynamic modelingNaval architecture. Shipbuilding. Marine engineeringVM1-989OceanographyGC1-1581ENJournal of Marine Science and Engineering, Vol 9, Iss 1182, p 1182 (2021) |
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nearshore nourishment wave dissipation nearshore sediment transport coastal hydrodynamic modeling Naval architecture. Shipbuilding. Marine engineering VM1-989 Oceanography GC1-1581 |
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nearshore nourishment wave dissipation nearshore sediment transport coastal hydrodynamic modeling Naval architecture. Shipbuilding. Marine engineering VM1-989 Oceanography GC1-1581 Cody L. Johnson Brian C. McFall Douglas R. Krafft Mitchell E. Brown Sediment Transport and Morphological Response to Nearshore Nourishment Projects on Wave-Dominated Coasts |
description |
Nearshore nourishments are constructed for shoreline protection from waves, to provide sediment nourishment to the beach profile, and to beneficially use dredged sediment from navigation channel maintenance. However, it is poorly understood how placement morphology and depth influence nearshore processes operated on wave-dominated coasts. This study investigates the wave fields, sediment transport, and morphological response to three common nearshore nourishment shapes, nearshore berm (elongated bar), undulated nearshore berm, and small discrete mounds, with numerical experiments utilizing the Coastal Modeling System. The nourishments are placed in depths between 3 m and 7 m with a volume of approximately 100,000 m<sup>3</sup> and between 400 m and 1000 m in alongshore length. Numerical experiments are carried out in three distinct coastal settings with representative wave climates and geomorphology. Simulation results indicate that shallower, more continuous berms attenuate the most wave energy, while deeper, more diffuse placements retain more sediment. Results from this study improve the understanding of nearshore nourishment shapes and can support decision makers identifying the most appropriate construction technique for future nearshore nourishment projects. |
format |
article |
author |
Cody L. Johnson Brian C. McFall Douglas R. Krafft Mitchell E. Brown |
author_facet |
Cody L. Johnson Brian C. McFall Douglas R. Krafft Mitchell E. Brown |
author_sort |
Cody L. Johnson |
title |
Sediment Transport and Morphological Response to Nearshore Nourishment Projects on Wave-Dominated Coasts |
title_short |
Sediment Transport and Morphological Response to Nearshore Nourishment Projects on Wave-Dominated Coasts |
title_full |
Sediment Transport and Morphological Response to Nearshore Nourishment Projects on Wave-Dominated Coasts |
title_fullStr |
Sediment Transport and Morphological Response to Nearshore Nourishment Projects on Wave-Dominated Coasts |
title_full_unstemmed |
Sediment Transport and Morphological Response to Nearshore Nourishment Projects on Wave-Dominated Coasts |
title_sort |
sediment transport and morphological response to nearshore nourishment projects on wave-dominated coasts |
publisher |
MDPI AG |
publishDate |
2021 |
url |
https://doaj.org/article/0b69a4dea765426092571933dd2485c1 |
work_keys_str_mv |
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